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WFRF:(Alejano Leandro R.)
 

Sökning: WFRF:(Alejano Leandro R.) > Experimental observ...

LIBRIS Formathandbok  (Information om MARC21)
FältnamnIndikatorerMetadata
00004025naa a2200397 4500
001oai:DiVA.org:kth-308668
003SwePub
008220215s2022 | |||||||||||000 ||eng|
024a https://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-3086682 URI
024a https://doi.org/10.1007/s12517-022-09577-32 DOI
040 a (SwePub)kth
041 a engb eng
042 9 SwePub
072 7a ref2 swepub-contenttype
072 7a art2 swepub-publicationtype
100a Perez-Rey, Ignaciou Lab Geotecnia, Madrid, Spain.;Lab Geotecnia, Area Geotecnia Basica & Expt, Alfonso XII 3-5, Madrid 28014, Spain.;Univ Vigo, Dept Nat Resources & Environm Engn, GESSMin Grp, CINTECX, Vigo, Spain.4 aut
2451 0a Experimental observations and variability assessment of the basic friction angle of rock and concrete saw-cut surfaces under different testing conditions
264 c 2022-01-26
264 1b Springer Nature,c 2022
338 a print2 rdacarrier
500 a QC 20220215
520 a Prediction of the shear strength of rock discontinuities is usually performed by resorting to empirical shear strength criteria that depend on different inputs, some of which can be estimated through laboratory tests. Even though these tests are usually developed with rock materials, concrete is often used to make joint replicas. A relevant parameter among those affecting the shear strength behaviour of discontinuities is the basic friction angle, representative of a planar surface and clearly related to the angle of repose of granular materials and solid bodies placed on an inclined plane. Many efforts were carried out by several researchers to suggest a straightforward and simple procedure to obtain this parameter for rock surfaces in a rigorous way by means of tilt tests, which crystallized into an 'ISRM Suggested Method'. Aiming at complementing basic friction angle results from tests developed under different scenarios and with different materials (rock and concrete), this paper presents an experimental program encompassing more than 500 tilt tests carried out in dry, water-saturated and submerged conditions. Complementarily, a detailed assessment of both rock and concrete surfaces was carried out, in order to study the possible implications between surface topography, wear, mass loss and evolution of the basic friction angle with repeated testing. The basic friction angle of a granite and a concrete has been estimated for three different testing scenarios related to the water content of specimens. A relevant effect of the environmental conditions of the laboratory (humidity and temperature) on results has been detected. Experimental conclusions are complemented with a statistical assessment of results.
650 7a TEKNIK OCH TEKNOLOGIERx Samhällsbyggnadsteknikx Annan samhällsbyggnadsteknik0 (SwePub)201992 hsv//swe
650 7a ENGINEERING AND TECHNOLOGYx Civil Engineeringx Other Civil Engineering0 (SwePub)201992 hsv//eng
653 a Basic friction angle
653 a Humidity
653 a Wear
653 a Micro-roughness
653 a Concrete
700a Ivars, Diego Masu KTH,Jord- och bergmekanik,Swedish Nucl Fuel & Waste Management Co, SKB, Stockholm, Sweden4 aut0 (Swepub:kth)u1v8vq98
700a Alejano, Leandro R.u Univ Vigo, Dept Nat Resources & Environm Engn, GESSMin Grp, CINTECX, Vigo, Spain.4 aut
700a Arzua, Javieru Univ Vigo, Dept Nat Resources & Environm Engn, GESSMin Grp, CINTECX, Vigo, Spain.;Univ Catolica Norte, Dept Ingn Met & Minas, Antofagasta, Chile.4 aut
710a Lab Geotecnia, Madrid, Spain.;Lab Geotecnia, Area Geotecnia Basica & Expt, Alfonso XII 3-5, Madrid 28014, Spain.;Univ Vigo, Dept Nat Resources & Environm Engn, GESSMin Grp, CINTECX, Vigo, Spain.b Jord- och bergmekanik4 org
773t Arabian Journal of Geosciencesd : Springer Natureg 15:3q 15:3x 1866-7511x 1866-7538
8564 8u https://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-308668
8564 8u https://doi.org/10.1007/s12517-022-09577-3

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